• 한국도로학회논문집
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• 제13권2호
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• pp.9-20
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• 2011

국내 대부분을 차지하고 있는 노출형 신축이음장치는 주행 시 소음과 충격을 발생시켜 주행성을 떨어뜨리며, 많은 유지관리비가 소요되고 있다. 이에 미국과 유럽 등에서 적용되었던 매설형 신축이음장치인 Asphalt Plug Joint(APJ) 시스템을 기본으로 하부 구조를 개량한, 새로운 매설형 신축이음장치 Buried Folding Lattice Joint(BFLJ) 시스템이 제안되었다. 본 연구에서는 실험을 통해 매설형 신축이음장치의 상부포장 혼합물에 따른 내구성 및 신축 특성을 비교하였으며, 포장가속시험을 통해 실제 차량 하중에 대한 BFLJ 시스템의 내구성을 평가하였다. 실험결과 개발된 BFLJ 시스템은 기존 APJ 시스템에 비해 신축성능이 우수하며 접합부에서의 응력 집중을 완화시켰다. 또한 차량 하중에 의한 BFLJ 시스템의 표면 처짐이 크게 발생하지 않았으며, 신축이음장치 내의 하부 구조의 손상이 없었던 점에서 기존 APJ 시스템의 문제점을 극복하고 조기파손을 예방할 수 있을 것이라 판단되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.469-474
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• 1999

The object of study is analysis to joint crack behavior of cracked joint concrete pavement. In the new constructing concrete pavement, joint crack behavior was compared general joint depth D/4 with joint depth D/3 and D/5 that it's environmental effects changed temperature and humidity. After joint saw cutting joint section was predicted crack at joint depth D/5 test section from the result for monitoring development of crack. In the setting of data logger system of the joint section, it's data compared see with the naked eye. In the research, development of crack at the joint section should effect to joint saw timing latter than joint depth. This performance could be the minimum of deterioration to the early curing. In this research, At new constructing of joint concrete pavement of highway, the monitoring system be setting after finished paving and joint sawing. The system and see with the naked eye could be analysis to pavement behaviors from collecting data at the test section. This system could be monitoring shot term and long term. In this report, joint section of crack behavior analysis used to collected data during a month after paving and joint sawing.

• 로봇학회논문지
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• 제9권4호
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• pp.264-271
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• 2014

In this study, we have developed the humanoid joint modules which provide a variety of service while living with people in the future home life. The most important requirement is ensuring the safety for humans of the robot system for collaboration with people and providing physical service in dynamic changing environment. Therefore we should construct the mechanism and control system that each joint of the robot should response sensitively and rapidly to fulfill that. In this study, we have analyzed the characteristic of the joint which based on the target constituting the humanoid motion, developed the optimal actuator system which can be controlled based on each joint characteristic, and developed the control system which can control an multi-joint system at a high speed. In particular, in the design of the joint, we have defined back-drivability at the safety perspective and developed an actuator unit to maximize. Therefore we establish a foundation element technology for future commercialization of intelligent service robots.

• 제어로봇시스템학회논문지
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• 제9권10호
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• pp.755-767
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• 2003

This paper proposes a robust fault-tolerant control framework for robot manipulators to maintain the required performance and achieve task completion in the presence of both partial joint failures and complete joint failures and uncertainties. In the case of a complete joint failure or free-swinging joint failure causing the complete loss of torque on a joint, a fully-actuated robot manipulator can be viewed as an underactuated robot manipulator. To detect and identify a complete actuator failure, an on-line fault detection operation is also presented. The proposed fault-tolerant control system contains a robust adaptive controller overcoming partial joint failures based on robust adaptive control methodology, an on-line fault detector detecting and identifying complete joint failures, and a robust adaptive controller overcoming partial and complete joint failures, and so eventually it can face and overcome joint failures and uncertainties. Numerical simulations are conducted to validate the proposed robust fault-tolerant control scheme.

• 한국지반환경공학회 논문집
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• 제17권1호
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• pp.29-37
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• 2016

This study examined the magnitude and distribution of earth pressure on the support system in a jointed rock mass due to the different joint spacing as well as varying the rock type and joint condition (joint shear strength and joint inclination angle). Based on a physical model test and its numerical simulation, a series of numerical parametric analyses were conducted using a discrete element method. The results showed that the magnitude and distribution of earth pressure were strongly affected by the different joint spacing as well as the rock type and joint condition. In addition, the study results were compared with Peck's earth pressure for soil ground, which indicated that the earth pressure in a jointed rock mass could be considerably different from that in soil ground. The study suggests that the joint spacing as well as the rock type and joint condition are important factors affecting the earth pressure in a jointed rock mass and they should be considered when designing a support system in a jointed rock mass.

• 공학교육연구
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• 제19권3호
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• pp.44-53
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• 2016

In the engineering students, MSC is the most important basic areas in education. Also, the calculus is a main subject in the MSC. So calculus has been operating the annual number of courses at the university. We introduced the concept of joint control ; the joint syllabus, test and assessment. In harsh conditions to maintain joint control system of the calculus, we built a computer-aided-system to manage web-based result processing system. In this paper, we discussed the necessity and effectiveness of joint control system for calculus.

• 지질공학
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• 제18권4호
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• pp.483-492
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• 2008

낙동강 중류 지역(함안근, 창령군, 의령군)의 백악기 퇴적암의 단열계 특성(단열 방향성과 단열계 밀도도)을 파악하고, 단열과 단층, 수계 그리고 연구지역내 지하수공의 일일 사용량과의 관련성을 분석하였다. 단열계는 JI($N90^{\circ}-110^{\circ}E$), J2($N0^{\circ}-35^{\circ}E$), J3($N0^{\circ}-35^{\circ}W$)로 분류되며, 주로 남북방향과 동서방향 단열군의 방항성이 우세하다. 연구지역의 동편과 서편의 함안층 분포지역에서는 남북방향의 단열계가 우세한 반면에, 연구지역의 중간부분인 칠곡층 분포지역에서는 동서방향의 단열계기 우세하다. 이는 연구지역의 동편과 서편에 위치하는 북북동-남남서 방향의 단층계와 관련되는 것으로 보인다. 또한 낙동강 주변에서도 단열 밀도가 높게 나타나며, 이는 동서방향의 단열계가 낙동강과 연관됨을 암시한다. 한편, 연구지역내 지하수공의 일일 사용량과 단열 밀도 간에는 약한 양의 상관성을 보이며, 지하수 비양수량과 단열 밀도간에는 음의 상관성을 보인다. 이는 단열 밀도가 지하수 산출량을 결정하는 주요 요인이 될 수 없음을 지시한다.

• 한국안전학회지
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• 제31권5호
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• pp.89-94
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• 2016

The objective of this study was to estimate the dynamic behavior of a personal rapid transit(PRT) track system using a rail of rectangular tube section and a rail joint of sliding type, and to compare the results with the normal rail and rail joint of a PRT track system by performing field measurements using actual vehicles running along the service lines. The measured vertical displacement of rail and sleeper, and vertical acceleration of rail for the normal rail and rail joint section were found to be similar, and the rail joint of sliding type satisfied the design specifications of the track impact factor for a conventional railway track. The experimental results showed that the overall dynamic response of the rail joint were found to be similar to or less than that of the normal rail, therefore the rail joint of sliding type for PRT track system was sufficient to ensure a stability and safety of PRT track system.

• 전기학회논문지P
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• 제53권1호
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• pp.1-6
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• 2004

In this paper, we present the new method for joint aspect inspecting system. We use the image processing and laser maker for light source. We can find the matrial joint status through processing the line pattern which is made by laser maker. To get the line pattern, in first, we did the preprocess of threshold. If the shape of line had over two segments, then the joint status is abnormal. We show our system efficency by experiment on tire facility.

• International Journal of Reliability and Applications
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• 제3권4호
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• pp.173-184
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• 2002

This paper introduces the joint structural importance of two components in a coherent system. Some relationships between joint structural importance and marginal structural importance are presented. It is shown that the sign of Joint structural importance can be determined, in advance, without computation in some special structures. The joint structural importance of two components in some series-parallel and parallel-series systems are established. Some practical examples are presented to elucidate some of the derived results.